CN204571010U - Assembling type partition wall - Google Patents

Assembling type partition wall Download PDF

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Publication number
CN204571010U
CN204571010U CN201520212524.7U CN201520212524U CN204571010U CN 204571010 U CN204571010 U CN 204571010U CN 201520212524 U CN201520212524 U CN 201520212524U CN 204571010 U CN204571010 U CN 204571010U
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CN
China
Prior art keywords
keel
assembling type
type partition
shaped
panel
Prior art date
Application number
CN201520212524.7U
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Chinese (zh)
Inventor
林松
谭文博
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营口中旗建筑材料制品有限公司
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Priority to CN201520212524.7U priority Critical patent/CN204571010U/en
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Publication of CN204571010U publication Critical patent/CN204571010U/en

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Abstract

The utility model proposes a kind of assembling type partition wall, assembling type partition wall comprises U-shaped profile and multiple first keel of assembling setting in square frame-shaped, to be arranged in preceding block in vertical mode and two ends are arranged on multiple second keel on the first keel, this bicarinate cross section is H-shaped, in the sash formed by the first keel and the second keel, foam concrete block is installed, the marginal portion contacted with the first keel/the second keel of foam concrete block is agreed with in the bicarinate H-shaped groove of U-lag/the of the first keel, the panel covering foam concrete block is provided with on the sash surface formed by the first keel and the second keel, the marginal portion of this panel is fixed on the first keel and the second keel that are in contact with it.This assembling type partition wall is conducive to reducing construction costs and improving shock resistance weight bearing power.

Description

Assembling type partition wall
Technical field
The utility model relates to a kind of assembling type partition wall.
Background technology
At present, building partition system mainly contains three major types: the first kind forms partition wall by brick wall and concrete block, is the partition wall system of being built by laying bricks or stones by scene and being formed in building body; Equations of The Second Kind is batten partition wall system, is the partition wall system formed by clay and glass fiber reticular cloth drawknot; 3rd class is the partition wall system of the embedded rock wool formula assembling of lightgage steel joist.
Wherein, the advantage of first kind partition wall system is traditional handicraft, is skilled in technique; First shortcoming is that speed of application is slow, increases the duration, secondly causes a large amount of pollution in process of production, non-green environment-friendly materials; Be that material unit weight is high again, add the load of building foundation, especially not good to shock resistance.
The advantage of Equations of The Second Kind partition wall system is that light weight, fire-proof and damp-proof, cost are low, for client increases the commercial house usable floor area etc.; Shortcoming one is that surface layer needs glass fiber reticular cloth vermicelli and quadric-plastering, and two is connect between batten insecurely easily to go out crack, causes body of wall entirety cracking.
The advantage of the 3rd class partition wall system is that technique is simple, and rapidly, save space, is easy to do readily removable, also can revise at any time in construction; Shortcoming is that solidness is poor, can not bear larger shock, and secondly this partition wall system implants rock wool sound insulation, improves construction costs.
Utility model content
In view of this, main purpose of the present utility model is, provides a kind of assembling type partition wall being conducive to reducing construction costs and improve shock resistance weight bearing power.
For achieving the above object, the utility model proposes a kind of assembling type partition wall, described assembling type partition wall comprises U-shaped profile and multiple first keel of assembling setting in square frame-shaped, to be arranged in preceding block in vertical mode and two ends are arranged on multiple second keel on described first keel, this bicarinate cross section is H-shaped, in the sash formed by described first keel and the second keel, foam concrete block is installed, the marginal portion contacted with described first keel/the second keel of described foam concrete block is agreed with in the bicarinate H-shaped groove of U-lag/the of described first keel, the panel covering described foam concrete block is provided with on the sash surface formed by described first keel and the second keel, the marginal portion of this panel is fixed on described first keel and the second keel that are in contact with it.
Preferably, described assembling type partition wall also comprises the 3rd keel in the sash that is horizontally installed on and formed by described first keel and the second keel, and the 3rd keel are made up of the lightgage steel joist of U-shaped profile and/or H-shaped.
Preferably, described first keel and the second keel are made up of the lightgage steel joist of U-shaped profile and H-shaped, wherein, described first keel comprise arrange along ground ground joist, to arrange along top and with the sky keel of this ground joist keeping parallelism, vertically arranges left vertical keel that also two ends are connected with the end winding support of the ground joist and sky keel that are positioned at homonymy and right vertical keel.
Preferably, described sky keel, ground joist, left vertical keel and right vertical keel are all fixed in the working face of the building body be in contact with it by the first nailing or swollen bolt.
Preferably, described sky keel, ground joist, left vertical keel and the gap between right vertical keel and the working face of building body utilize flexible putty to seal.
Preferably, described panel is fixed on by tapping screw or the second nailing on described first keel and the second keel that are in contact with it.
Preferably, described panel is calcium silicates panel or waterproof gypsum board.
Preferably, the gap between adjacent described panel utilizes emulsion paint joint filling to seal.
In the utility model, the structure of assembling type partition wall is simple, and can simplify its assembling process, dramatically the reduction of erection time, in addition, assembling type partition wall is easily dismantled, the equal recoverable of material therefor, environmental protection; Owing to being provided with foam concrete block in the sash formed by described first keel and the second keel, the quality of this foam concrete block is light, be conducive to reducing building foundation load, reduce construction costs, in addition, foam concrete block has A level fire performance, adds building safety performance; Globality is good, is conducive to the anti-seismic performance increasing building body.In addition, whole one-tenth wall process, carries out under completely dry environment, and after becoming wall, next procedure, without the need to after-treatment, directly can be carried out in surface.
Accompanying drawing explanation
Fig. 1 is that the master of assembling type partition wall looks oblique view;
Fig. 2 is the elevation of assembling type partition wall;
Fig. 3 is the schematic diagram of the first keel arranging assembling type partition wall;
Fig. 4 is the schematic diagram of the foam concrete block arranging assembling type partition wall;
Fig. 5 is the bicarinate schematic diagram arranging assembling type partition wall;
Fig. 6 is the schematic diagram of the panel arranging assembling type partition wall;
Fig. 7 is the schematic diagram forming doorway on assembling type partition wall;
Fig. 8 is the schematic cross-section being close to the assembling type partition wall that body of wall is arranged.
Detailed description of the invention
Referring to Fig. 1 ~ Fig. 8, the detailed description of the invention of assembling type partition wall described in the utility model is described in detail.
As depicted in figs. 1 and 2, assembling type partition wall comprise along ground arrange ground joist 11, along top arrange and with the sky keel 13 of this ground joist 11 keeping parallelism, the left vertical keel 16 vertically arranged and right vertical keel 12, this left vertical keel 16 is connected with the end winding support of the ground joist 11 and sky keel 13 that are positioned at homonymy respectively with the two ends of right vertical keel 12, these keel aforementioned are assembled arrange in square frame-shaped, by this square frame-shaped determination partition wall working face.Ground joist 11 and sky keel 13 are fixed on the end face of ground and the building body be in contact with it respectively by the first nailing or swollen bolt, and left vertical keel 16 and right vertical keel 12 are fixed on the surface of the construction wall be in contact with it respectively by nailing and/or swollen bolt 4.Gap between the working face (such as, ground, end face, surface of wall) of aforementioned multiple keel and building body utilizes that flexible putty seals, compacting (specifically marked see label in Fig. 8 15).In the utility model, ground joist 11, sky keel 13, left vertical keel 16 and right vertical keel 12 form the whole housing of assembling type partition wall jointly, and be referred to as the first keel, they are formed by the lightgage steel joist of U-shaped profile.
Multiple second keel 14 are installed being assembled by ground joist 11, sky keel 13, left vertical keel 16 and right vertical keel 12 in the square frame formed, these second keel 14 are arranged in preceding block in vertical mode, its two ends are fixed on ground joist 11 and sky keel 13 by keel clipper joint, wherein, the lightgage steel joist that these second keel 14 are H-shaped by cross section is formed.By multiple second keel 14, preceding block is separated in multiple rectangle sash erectting setting, in this rectangle sash, be provided with multiple foam concrete block 2, this foam concrete block 2 is rectangular-shaped parts of long 500mm* height 300mm* thick (determining according to design thickness of wall body).The single along the vertical direction superposition of these foam concrete blocks 2 is arranged, and their side, left and right edges is agreed with in the H-shaped groove of adjacent second keel 14 be in contact with it, or, in the H-shaped groove of the second keel 14 be disposed adjacent and in the U-lag of left/right vertical keel; The upper rim and the lower edge portion subcontract that are placed in the foam concrete block 2 of top and bottom are combined in the U-lag of sky the keel 13 and ground joist 11 be in contact with it.
The panel 3 of foregoing foams concrete block 2 is also provided with to cover on the sash surface formed by the first keel and the second keel 14, the marginal portion of this panel 3 is fixed on the first keel and the second keel 14 that are in contact with it by the second nailing 5 or tapping screw, the gap between adjacent panels 3 utilizes emulsion paint joint filling to seal, strike off.Wherein, panel 3 is calcium silicates panel or waterproof gypsum board.
In addition, as shown in Figure 7, the 3rd keel 17 of horizontally set are also provided with in the sash formed by the first keel and the second keel 14, in aforementioned sash, a door opening is separated out by the 3rd keel 17, under this configuration, jointly form a doorframe by the 3rd keel 17 of horizontally set and the vertical vertical keel arranged, the 3rd keel 17 and vertical keel are formed by the lightgage steel joist of U-shaped profile.In the utility model, lintel or window sill can be taken out in advance by the 3rd keel 17, and then realize the indwelling in door, window opening hole.
Describe below in conjunction with said structure and describe simply with reference to the assembling process of Fig. 3 ~ Fig. 6 to assembling type partition wall.
First, as shown in Figure 3, ground joist 11, sky keel 13, left vertical keel 16 and right vertical keel 12 are set, by the working face of these four keel determination partition walls, gap between the working face (such as, ground, end face, surface of wall) of these multiple keel and building body utilizes that flexible putty seals, compacting.
The second, as shown in Figure 4, be close to right vertical keel 12 and superpose from bottom to top and arrange row's foam concrete block 2, the right edge portions of this row's foam concrete block 2 agrees with to be fixed at the U-lag internal gearing of right vertical keel 12.
3rd, as shown in Figure 5, the left side edge part of the row's foam concrete block 2 shown in Fig. 4 arranges the second keel 14, the two ends up and down of these the second keel 14 are fixed on ground joist 11 and sky keel 13 by keel clipper joint, and the left side edge part of aforementioned row's foam concrete block 2 is agreed with and fixed towards the groove internal gearing on right side at the opening of the H-shaped groove of these the second keel 14.
4th, repeat the step shown in Fig. 4 and Fig. 5, make to be covered with foam concrete block 2 in the sash shown in Fig. 3.
5th, as shown in Figure 6, after body of wall core (i.e. foam concrete block 2) and skeleton are constructed, to be fixed on by panel 3 until panel 3 all covers the front and rear surfaces of foam concrete block 2 on the keel be in contact with it by the second nailing 5 or self threading pin, panel 3 can be constructed to facing after having constructed.
The structure of above-mentioned assembling type partition wall is simple, and can simplify its assembling process, dramatically the reduction of erection time, in addition, assembling type partition wall is easily dismantled, the equal recoverable of material therefor, environmental protection; Owing to being provided with foam concrete block 2 in the sash formed by the first keel and the second keel, the quality of this foam concrete block 2 is light, is conducive to reducing building foundation load, reduce construction costs, in addition, foam concrete block has A level fire performance, adds building safety performance; Globality is good, is conducive to the anti-seismic performance increasing building body.In addition, whole one-tenth wall process, carries out under completely dry environment, and after becoming wall, next procedure, without the need to after-treatment, directly can be carried out in surface.
In above-described embodiment, the technical performance forming the lightgage steel joist of the first ~ three keel meets outside the regulation requirement of " continuous hot galvanizing steel plate and steel band " GB/T2518, also should meet the technical requirements of table 1.
Table 1
Foam concrete block 2 composed as follows: silicate or sulphate aluminium cement (60 ~ 100%), flyash (0 ~ 40%), a series of auxiliary agents such as reinforcing agent, foam stabilizer and waterproof agent, polyethylene fibre volume is 0.5% of raw material, during making, adopt physical blowing or chemical blowing, build the demoulding after rear a few hours, within 3 ~ 7 days, be cut into building block.The technical performance making foam concrete block 2 need meet the technical requirements of following table 2.Foam concrete block 2 has the following advantages: the first, lightweight, high-strength, does not increase building body basis burden, has some strength, add stability and the shock resistance of body of wall; The second, core has A level fire performance, adds security performance; 3rd, good environmental adaptability, has and breathes damping characteristic, increases human comfort.
Table 2
The technical performance of panel 3 meets the regulation of " fiber reinforced calcium silicate board plate Part I: asbestos-free calcium silicate board " JG/T564.1, also should meet the technical requirements of table 3.Panel 3 has A level fire performance, adds security performance.
Table 3
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Such as, in the above-described embodiments, the 3rd keel 17 are made up of the lightgage steel joist of U-shaped profile, and the 3rd keel 17 are in order to take out lintel or window sill in advance, and then realize the indwelling in door, window opening hole.But not limited thereto, the lightgage steel joist that the 3rd keel can be also H-shaped by cross section is formed, and the 3rd keel can also horizontal mode be configured in the sash that formed by the first keel and the second keel.

Claims (8)

1. an assembling type partition wall, it is characterized in that, described assembling type partition wall comprise U-shaped profile and assembling arrange in square frame-shaped multiple first keel, to be arranged in preceding block in vertical mode and two ends are arranged on multiple second keel (14) on described first keel, the cross section of these the second keel (14) is H-shaped
In the sash formed by described first keel and the second keel (14), foam concrete block (2) is installed, the marginal portion contacted with described first keel/the second keel (14) of described foam concrete block (2) is agreed with in the H-shaped groove of U-lag/the second keel (14) of described first keel
Be provided with the panel (3) covering described foam concrete block (2) on the sash surface formed by described first keel and the second keel (14), the marginal portion of this panel (3) is fixed on described first keel and the second keel (14) that are in contact with it.
2. assembling type partition wall according to claim 1, it is characterized in that, described assembling type partition wall also comprises the 3rd keel (17) in the sash that is horizontally installed on and formed by described first keel and the second keel (14), and the 3rd keel (17) are made up of the lightgage steel joist of U-shaped profile and/or H-shaped.
3. assembling type partition wall according to claim 1 and 2, is characterized in that, described first keel and the second keel (14) are made up of the lightgage steel joist of U-shaped profile and H-shaped,
Wherein, described first keel comprise arrange along ground ground joist (11), to arrange along top and with the sky keel (13) of this ground joist (11) keeping parallelism, vertically arranges left vertical keel (16) that also two ends are connected with the end winding support of the ground joist (11) and sky keel (13) that are positioned at homonymy and right vertical keel (12).
4. assembling type partition wall according to claim 3, it is characterized in that, described sky keel (13), ground joist (11), left vertical keel (16) and right vertical keel (12) are all fixed in the working face of the building body be in contact with it by the first nailing or swollen bolt.
5. assembling type partition wall according to claim 4, it is characterized in that, described sky keel (13), ground joist (11), left vertical keel (16) and the gap between right vertical keel (12) and the working face of building body utilize flexible putty to seal.
6. assembling type partition wall according to claim 1, is characterized in that, described panel (3) is fixed on by tapping screw or the second nailing on described first keel and the second keel (14) that are in contact with it.
7. assembling type partition wall according to claim 1, is characterized in that, described panel (3) is calcium silicates panel or waterproof gypsum board.
8. assembling type partition wall according to claim 1, is characterized in that, the gap between adjacent described panel (3) utilizes emulsion paint joint filling to seal.
CN201520212524.7U 2015-04-09 2015-04-09 Assembling type partition wall CN204571010U (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464253A (en) * 2016-01-05 2016-04-06 浙江宝业建设集团有限公司 Building plate light partition system
CN105696734A (en) * 2016-03-28 2016-06-22 余德平 Heat-retaining heat-insulating fireproof ratproof assembled composite wall for modern henhouse building
CN105908857A (en) * 2016-05-10 2016-08-31 陈廷武 Novel building block type assembled wall and mounting method thereof
CN106812230A (en) * 2017-03-03 2017-06-09 河南联力建材科技有限公司 A kind of assembled wall and its installation method
CN107435394A (en) * 2016-05-25 2017-12-05 北新集团建材股份有限公司 A kind of partition wall and its attachment structure

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464253A (en) * 2016-01-05 2016-04-06 浙江宝业建设集团有限公司 Building plate light partition system
CN105696734A (en) * 2016-03-28 2016-06-22 余德平 Heat-retaining heat-insulating fireproof ratproof assembled composite wall for modern henhouse building
CN105696734B (en) * 2016-03-28 2017-11-21 余德平 A kind of modern hen house insulation fire prevention protection against rodents assembled combined wall for building
CN105908857A (en) * 2016-05-10 2016-08-31 陈廷武 Novel building block type assembled wall and mounting method thereof
CN107435394A (en) * 2016-05-25 2017-12-05 北新集团建材股份有限公司 A kind of partition wall and its attachment structure
CN107435394B (en) * 2016-05-25 2020-12-22 北新集团建材股份有限公司 Partition wall and connecting structure thereof
CN106812230A (en) * 2017-03-03 2017-06-09 河南联力建材科技有限公司 A kind of assembled wall and its installation method
CN106812230B (en) * 2017-03-03 2019-04-02 河南联力建材科技有限公司 A kind of assembled wall and its installation method

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